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低强度自密实混凝土基本力学性能试验研究
引用本文:孟志良,孙建恒,梁静.低强度自密实混凝土基本力学性能试验研究[J].混凝土,2009(6).
作者姓名:孟志良  孙建恒  梁静
作者单位:1. 重庆大学,材料科学与工程学院,重庆,400045;河北农业大学,城乡建设学院,河北,保定,071001
2. 河北农业大学,城乡建设学院,河北,保定,071001
摘    要:针对低强度自密实混凝土基本力学性能进行了系统的试验研究,利用最小二乘法,分析了低强度自密实混凝土轴心抗压强度、劈裂抗拉强度和弹性模量与立方体抗压强度的相关关系.试验结果表明:与同强度普通混凝土对比,低强度自密实混凝土轴心抗压强度、劈裂抗拉强度和弹性模量偏高.

关 键 词:低强度  自密实混凝土  基本力学性能  最小二乘法

Basic mechanical properties of low-intensity self-compacting concrete
MENG Zhi-liang,SUN Jian-heng,LIANG Jing.Basic mechanical properties of low-intensity self-compacting concrete[J].Concrete,2009(6).
Authors:MENG Zhi-liang  SUN Jian-heng  LIANG Jing
Affiliation:1. College of Materials Science and Engineering;Chongqing University;Chongqing 400045;China;2. College of Urban and Rural Construction;Agricultural University of Hebei;Baoding 071001;China
Abstract:The basic mechanical properties of low-intensity self-compacting concrete are systematically studied.The correlativity among the axial compressive strength,splitting tensile strength and elastic modulus of low-intensity self-compacting concrete and cube compressive strength of low-intensity self-compacting concrete are analyzed through the least square method.The experimental results show,with the same strength of ordinary concrete contrast,the axial compressive strength,splitting tensile strength and elast...
Keywords:low-intensity  self-compacting concrete  basic mechanical properties  least square method  
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